1
GATE CE 2007
MCQ (Single Correct Answer)
+2
-0.6
The influence line diagram $$(ILD)$$ shown is for the member GATE CE 2007 Structural Analysis - Influence Line Diagram Question 6 English
A
$$PS$$
B
$$RS$$
C
$$PQ$$
D
$$QS$$
2
GATE CE 2006
MCQ (Single Correct Answer)
+2
-0.6
Consider the beam $$ABCD$$ and the influence line as shown below. The influence line pertains to GATE CE 2006 Structural Analysis - Influence Line Diagram Question 7 English
A
Reaction at $$A,\,\,{R_A}$$
B
Shear force $$B,\,\,{V_B}$$
C
Shear force on the left of $$C,\,\,V_C^ - $$
D
Shear force on the right of $$C,\,\,V_C^ + $$
3
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.

The maximum hogging moment in the beam anywhere is

A
$$300$$ $$kN$$-$$m$$
B
$$450$$ $$kN$$-$$m$$
C
$$500$$ $$kN$$-$$m$$
D
$$750$$ $$kN$$-$$m$$
4
GATE CE 2003
MCQ (Single Correct Answer)
+2
-0.6
A beams $$PQRS$$ is $$18$$ $$m$$ long and is simply supported at points $$Q$$ and $$R$$ $$10$$ $$m$$ apart. overhangs $$PQ$$ and $$RS$$ are $$3$$ $$m$$ and $$5$$ $$m$$ respectively. A train of two point loads of $$150$$ $$kN$$ and $$100$$ $$kN$$, $$5$$ $$m$$ apart, crosses this beam from left to right with $$100$$ $$kN$$ load leading.

The maximum sagging moment under the $$150$$ $$kN$$ load anywhere is

A
$$500$$ $$kN$$-$$m$$
B
$$450$$ $$kN$$-$$m$$
C
$$400$$ $$kN$$-$$m$$
D
$$375$$ $$kN$$-$$m$$
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